道面在富含水分的层中稳定,具有柔软的上层和硬的下层
Tao Zhan1, Ziwei Hu2, Yan Kuang3
1Metro Project Management Branch of Nanchang Rail Transit Group Co., Ltd., Nanchang, China.
Scientific reports
|February 8, 2025
概括
这项研究通过开发计算关键支力的方法来解决层状,富含水分的土壤中道面不稳定的问题. 它考虑了整体和部分故障模式,这对于安全的盾牌道建设至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 道工程工程 道工程
- 土壤力学 土壤力学
背景情况:
- 在含有软的上层和硬的下层的富含水分的层中,盾牌道构成复杂的稳定性挑战.
- 道面故障模式可以从整体转变为部分,需要先进的分析方法.
研究的目的:
- 建立立体离散故障机制,用于分层层中的部分和整体故障模式.
- 开发一种方法来计算考虑孔水压力和地下水效应的临界支力.
- 在具有挑战性的地质条件下为道面的稳定性分析提供参考.
主要方法:
- 应用上限定理和空间分离化技术来建模故障机制.
- 包括孔水压力来解释地下水的影响.
- 参数分析以确定影响道面故障模式的关键因素.
主要成果:
- 确定了道直径,软土壤比例,层凝聚力和孔水压系数对故障模式的重大影响.
- 提出了一个全面的关键支持力量,考虑部分和整体故障模式.
- 在不同的漏条件下,开发了一种方法来确定最终支力的上下界限.
结论:
- 拟议的方法准确地计算了复杂的分层层中的道面的关键支力.
- 参数分析突出了影响道面稳定性的因素的复杂相互作用.
- 这些发现为设计和安全提供了有价值的见解,在富含水的多层环境中保护道的设计和安全.
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